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Table 10-9 single plate connections

Table 10-9 single plate connections

Table 10-9 single plate connections

(OP)
Does anyone know why the value goes up quite a bit between 3rd edition and 13th edition LRFD for shear tab connection?  Some goes up 40%!

Never, but never question engineer's judgement

RE: Table 10-9 single plate connections

You no longer have eccentricity on the bolts, if you are within the parameters listed.

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